CN204343319U - Cableway pipe patten pre-embedded anchoring bolts jig - Google Patents
Cableway pipe patten pre-embedded anchoring bolts jig Download PDFInfo
- Publication number
- CN204343319U CN204343319U CN201420771813.6U CN201420771813U CN204343319U CN 204343319 U CN204343319 U CN 204343319U CN 201420771813 U CN201420771813 U CN 201420771813U CN 204343319 U CN204343319 U CN 204343319U
- Authority
- CN
- China
- Prior art keywords
- annular plate
- bolt
- diameter
- positioning sleeve
- lower annular
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 14
- 239000004575 stone Substances 0.000 claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 239000003351 stiffener Substances 0.000 claims abstract description 6
- 239000004677 Nylon Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 229920001778 nylon Polymers 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 238000006073 displacement reaction Methods 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000004064 recycling Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000013507 mapping Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of cableway pipe patten pre-embedded anchoring bolts jig, described jig comprises stone bolt, upper annular plate, lower annular plate, positioning sleeve, fixed head, elongated hole, described upper annular plate and lower annular plate are provided with the bolt hole supporting with stone bolt, ring stiffener is provided with between described upper annular plate and lower annular plate, the center line of described upper annular plate and lower annular plate is provided with location place reinforcing rib, described location place reinforcing rib is fixedly connected with fixed head, described fixed head is provided with elongated hole, described stone bolt and upper annular plate, between lower annular plate, positioning sleeve is installed.The utility model has the advantages that: structure is simple, be easy to manufacture, cost is low; Practical, safe and reliable, reducing pre-embedded bolt because producing displacement when concrete placings vibrates, avoiding because embedding anchor bolts deviation causes structure reform; Detachable recycling, reduces construction cost.
Description
Technical field
The utility model relates to a kind of erecting device building pipe column type steelwork tower truss pre-embedded anchoring bolts, in particular, relates to a kind of cableway pipe patten pre-embedded anchoring bolts jig.
Background technology
During existing ropeway supporting trestle foundation construction; because landform reason causes support force angle deviation to some extent; often can run into bracket basis end face with angle of inclination; also there is angle in the bolt on basis; conventional mapping methods is fixed thereon one by one by bolt by simple die; again by the outer temporary structure frame welding in basis firmly, centering one by one subsequently.Adopt conventional construction method link many, and screw bolt reinforcing loosely, especially has the bolt at angle of inclination, overall precision is installed poor, often there is the situation causing bolt skew, deflection because reinforcing loosely, causing the installation accuracy of bolt uncontrollable; Build concrete in addition on basis when vibrating, bolt also easily produces displacement, finally affects structure installment and bolt strained, brings inconvenience safely to cableway.
Utility model content
The utility model for the deficiency of existing product, and provide a kind of structure simple, practical, effectively can controlling stone bolt installation accuracy, improving construction efficiency, reducing pre-embedded bolt because producing the cableway pipe patten pre-embedded anchoring bolts jig of displacement when concrete placings vibrates.
Cableway pipe patten pre-embedded anchoring bolts jig of the present utility model, described jig comprises stone bolt, upper annular plate, lower annular plate, fixed head, described upper annular plate and lower annular plate are provided with the bolt hole supporting with stone bolt, ring stiffener and cross reinforcing is provided with between described upper annular plate and lower annular plate, the center line of described upper annular plate and lower annular plate is provided with location place reinforcing rib, described location place reinforcing rib is fixedly connected with fixed head, described fixed head is provided with fixing elongated hole, described stone bolt and upper annular plate, between lower annular plate, positioning sleeve is installed.
The diameter of described bolt hole is 1.4 times of stone bolt diameter.The end diameter of described positioning sleeve is 1.2 times of diameter of bolt hole, the external diameter 0.5mm less of diameter of bolt hole of positioning sleeve sleeve, the internal diameter 1mm larger than stone bolt diameter of positioning sleeve.Described positioning sleeve sleeve outer diameter is the cone of the 1:10 gradient.Described positioning sleeve is made up of nylon material.
The beneficial effects of the utility model are: (1) structure is simple, and be easy to manufacture, cost is low; (2) practical, safe and reliable, the displacement of pre-embedded bolt because producing when concrete placings vibrates can be reduced, thus avoid due to embedding anchor bolts deviation and cause structure reform; (3) detachably reuse, reduce construction cost.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model;
Fig. 2 is top view of the present utility model;
Fig. 3 is sectional view of the present utility model.
In figure: stone bolt 1, upper annular plate 1-1, lower annular plate 1-2, ring stiffener 2-1, cross reinforcing 2-2, location place reinforcing rib 2-3, bolt hole 3, positioning sleeve 4, fixed head 5, fixing elongated hole 6.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model will be further described.
In the drawings, cableway pipe patten pre-embedded anchoring bolts jig of the present utility model forms primarily of stone bolt 1, upper annular plate 1-1, lower annular plate 1-2, ring stiffener 2-1, cross reinforcing 2-2, location place reinforcing rib 2-3, bolt hole 3, positioning sleeve 4, fixed head 5, fixing elongated hole 6.
Described upper annular plate 1-1 and lower annular plate 1-2 is provided with the bolt hole 3 supporting with stone bolt 1, ring stiffener 2-1 and cross reinforcing 2-2 is provided with between described upper annular plate 1-1 and lower annular plate 1-2, the center line of described upper annular plate 1-1 and lower annular plate 1-2 is provided with location place reinforcing rib 2-3, described location place reinforcing rib 2-3 is fixedly connected with fixed head 5, described fixed head 5 is provided with fixing elongated hole 6, described stone bolt 1 and be provided with positioning sleeve 4 between upper annular plate 1-1, lower annular plate 1-2.The diameter of described bolt hole 3 is 1.4 times of stone bolt 1 diameter.The end diameter of described positioning sleeve 4 is 1.2 times of bolt hole 3 diameter, the external diameter 0.5mm less of bolt hole 3 diameter of positioning sleeve 4 sleeve, the internal diameter 1mm larger than stone bolt 1 diameter of positioning sleeve 4.Described positioning sleeve 4 sleeve outer diameter is the cone of the 1:10 gradient.Described positioning sleeve 4 is made up of nylon material.
Cableway pipe patten pre-embedded anchoring bolts jig of the present utility model, first positioning sleeve 4 is arranged on mould during use, on the solid lumps of wood of the basic surrounding template then mould is placed on, adjustment mold tilt angle, absolute altitude, center, on the formwork reinforcement lumps of wood utilizing fixing elongated hole 6 and carpenter's nail to be stabilized in by mould to measure, mounting foot bolt 1 again, stone bolt 1 and mould are fixed employing two nuts and are completed, concreting is got final product after mould repetition measurement, mould is removed, therefore reusable edible mould after concrete setting.
Claims (5)
1. a cableway pipe patten pre-embedded anchoring bolts jig, it is characterized in that, described jig comprises stone bolt (1), upper annular plate (1-1), lower annular plate (1-2), fixed head (5), described upper annular plate (1-1) and lower annular plate (1-2) are provided with the bolt hole (3) supporting with stone bolt (1), ring stiffener (2-1) and cross reinforcing (2-2) is provided with between described upper annular plate (1-1) and lower annular plate (1-2), the center line of described upper annular plate (1-1) and lower annular plate (1-2) is provided with location place reinforcing rib (2-3), described location place reinforcing rib (2-3) is fixedly connected with fixed head (5), described fixed head (5) is provided with fixing elongated hole (6), described stone bolt (1) and upper annular plate (1-1), positioning sleeve (4) is installed between lower annular plate (1-2).
2. cableway pipe patten pre-embedded anchoring bolts jig according to claim 1, is characterized in that, the diameter of described bolt hole (3) is 1.4 times of stone bolt (1) diameter.
3. cableway pipe patten pre-embedded anchoring bolts jig according to claim 1, it is characterized in that, the end diameter of described positioning sleeve (4) is 1.2 times of bolt hole (3) diameter, the external diameter 0.5mm less of bolt hole (3) diameter of positioning sleeve (4) sleeve, the internal diameter 1mm larger than stone bolt (1) diameter of positioning sleeve (4).
4. cableway pipe patten pre-embedded anchoring bolts jig according to claim 1, is characterized in that, described positioning sleeve (4) sleeve outer diameter is the cone of the 1:10 gradient.
5. cableway pipe patten pre-embedded anchoring bolts jig according to claim 4, it is characterized in that, described positioning sleeve (4) is made up of nylon material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420771813.6U CN204343319U (en) | 2014-12-10 | 2014-12-10 | Cableway pipe patten pre-embedded anchoring bolts jig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420771813.6U CN204343319U (en) | 2014-12-10 | 2014-12-10 | Cableway pipe patten pre-embedded anchoring bolts jig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204343319U true CN204343319U (en) | 2015-05-20 |
Family
ID=53226597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420771813.6U Expired - Fee Related CN204343319U (en) | 2014-12-10 | 2014-12-10 | Cableway pipe patten pre-embedded anchoring bolts jig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204343319U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569354A (en) * | 2015-12-25 | 2016-05-11 | 中民筑友有限公司 | Assembling method of precast column |
| CN105625730A (en) * | 2015-12-25 | 2016-06-01 | 中民筑友有限公司 | Method for assembling precast column |
| CN106583629A (en) * | 2016-11-15 | 2017-04-26 | 首都航天机械公司 | Flexible locating device for automatic drilling and riveting assembly of phi 2.25 meter cylindrical shell |
| CN108265743A (en) * | 2018-03-09 | 2018-07-10 | 中国十七冶集团有限公司 | A kind of positioning device and its construction method in wind driven generator base prestress anchorage cable duct |
-
2014
- 2014-12-10 CN CN201420771813.6U patent/CN204343319U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569354A (en) * | 2015-12-25 | 2016-05-11 | 中民筑友有限公司 | Assembling method of precast column |
| CN105625730A (en) * | 2015-12-25 | 2016-06-01 | 中民筑友有限公司 | Method for assembling precast column |
| CN106583629A (en) * | 2016-11-15 | 2017-04-26 | 首都航天机械公司 | Flexible locating device for automatic drilling and riveting assembly of phi 2.25 meter cylindrical shell |
| CN108265743A (en) * | 2018-03-09 | 2018-07-10 | 中国十七冶集团有限公司 | A kind of positioning device and its construction method in wind driven generator base prestress anchorage cable duct |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204040056U (en) | A kind of location and installation support of pre-embedded anchoring bolts | |
| CN206722404U (en) | A kind of narrow end wall single side formwork horizontal reinforcing device | |
| CN204343319U (en) | Cableway pipe patten pre-embedded anchoring bolts jig | |
| CN103174166B (en) | A kind of recreation facility built-in fitting of complete integral installation and mounting method thereof | |
| CN203247603U (en) | High-position foundation bolt positioning device | |
| CN204326093U (en) | A kind of rigid steel pile locating support | |
| CN103216131B (en) | A kind of reserving hole drilling construction method for concrete structure | |
| CN201738250U (en) | Arch culvert and arch ring steel die trolley | |
| CN110847599A (en) | Special-shaped column formwork filling reinforcement device and construction method thereof | |
| CN206752492U (en) | A kind of steel column positioning adjustment device | |
| CN203583380U (en) | Movable cast-in-situ culvert cover plate template support | |
| CN101538858A (en) | Method and device for jointing reinforcement and vibration readjustment construction of pre-embedded bolt | |
| CN106567538A (en) | Positioning mold for bathroom concrete flanges | |
| CN203583859U (en) | Embedded bolt anchoring device for fixing cantilever I-shaped steel in building construction | |
| CN210858002U (en) | Adjustable arc beam shaping formwork structure | |
| CN202265906U (en) | Fixing device for anchor bolts of embedded type steel tube concrete column feet | |
| CN110453916A (en) | By the arc beam construction method of adjustable arc beams regularization formwork erecting structure | |
| CN102644379A (en) | Temporary supporting system of steel column base and construction method of temporary supporting system | |
| CN205296829U (en) | Superelevation super large cross -section batter post integrally lift up formula template reinforcerment system | |
| CN109201971A (en) | For making the positioning device and its construction method of pile foundation steel bar cage | |
| CN203856199U (en) | Prefabricated square steel stepping die | |
| CN202644563U (en) | Installation device for embedded foundation bolt of small facility | |
| CN110480806B (en) | Inflatable pineapple grain rubber spud key hole accurate positioning and pouring forming die | |
| CN105673354A (en) | Connecting structure of concrete tower drum and steel tower drum | |
| CN203022018U (en) | Plant column foundation in reclamation areas |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150520 |